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2008-07-21_REPORT - C1996083
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2008-07-21_REPORT - C1996083
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Entry Properties
Last modified
8/24/2016 3:34:50 PM
Creation date
7/22/2008 2:33:59 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
7/21/2008
Doc Name
2nd Qtr 2008 Waste Pile/Gob Report
From
J.E. Stover & Associates
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
JJD
Media Type
D
Archive
No
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Project: ,..... .....................` - ... ....ECH Client On <br />BSite Re <br />owie Resources / B. Bear <br />Bowie Mine Gob Pile Stability ...... Civil ................ Stru ....... ciurai ...................................... Geotechnic ai .a.I-................. Engineers .......... <br />CO 81401 <br />- Montrose <br />222 South Park Ave Contractor / Rep: <br />Load Out Services / S. West <br />Project No: Date: <br />2005126-CMT 4/4/2008 , <br />. <br />Ph.: (970) 249-6828 - FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />B. Wilson <br />DAILY CO MPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER <br />Embankment Gob GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) coMPACTIoN WITHIN <br />SPEC TYPE NUMBER <br />206 (PT#4332) N19440.438/E36227.205 6199.2 X 90.8 9.3 82.2 10.6 90.5 gob 4230/31 r/c @20% <br />202A PT#4333) N19504.697/E36301.015 6200.2 X 90.8 9.3 87.4 9.1 96.3 gob 4230/31 r/c @20% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90%+ Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: Day: <br />5 M T W Th F <br />X S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified x X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 <br />x 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: Wind: Still Mod High <br /> Requested By (Company Name): X X Other (List Below): <br />Laboratory Testing ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Ty Hyatt / Load Out Services Humidity: Dry <br /> <br />X Mod Humid Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />lof material placed. Informed (Rep of Company) of Test Results: <br />S. West / <br />Buckhorn was not informed prior <br />it <br />th <br />t th <br />i <br />l <br />Contractor Not Working Due To: The Contractor Is: Load Out Services e <br />on s <br />e <br />a <br />to our arr <br />va <br />contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: =Processing wet Material: <br /> <br />stopping and/or Grubbing: =MoiSure Conditioning Dry Mari: Field Copies Given To: <br /> <br />Contractor: <br />Client: On this date. <br /> <br />Unknown: <br />Stockpiling Fill: =Removing Unsuitable Marl: CM/GM: <br />Other: PAGE 1 OF i <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR4-4-08#206-ap/sj
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